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noticeInvitingTenderDTO	createdTs 1709470380392 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3710.00 emd 223000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 14-03-2024 16:30:00 tenderQueryClose 13-03-2024 16:00:00 technicalBidOpen 15-03-2024 16:31:00 publishedDate 06-03-2024 16:14:09 publishedByPost PWD_EE_DIV_MDY publishedByUser KPE13520 - H R HARSHA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 07-03-2024 16:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Preethu S D splitEmdRequiredYn True emdBankGuarantee 123000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08232228605 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709470380432 version 6 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9573 title Improvements to road from SH84 to Join SH-33 road via Bheemanahalli,Dugganahalli, madahalli, Chainage 1.80 km to 3.50km (Selected reaches) in Malavalli Taluk Mandya District. description Improvements to road from SH84 to Join SH-33 road via Bheemanahalli,Dugganahalli, madahalli, Chainage 1.80 km to 3.50km (Selected reaches) in Malavalli Taluk Mandya District. category WORKS categoryText Works ecv 14828807.53 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1677 locationName PWD Division Office Mandya provisionalAmount 15000000.0 groupOverheadTotal 0.0 fileNumber PWD/AEE/MLY/5054/150/MDR/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709470380000 1 None None Roads Improvements to road from SH84 to Join SH-33 road via Bheemanahalli,Dugganahalli, madahalli, Chainage 1.80 km to 3.50km (Selected reaches) in Malavalli Taluk Mandya District. 13253099.92 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2897326 94993 None Vol-1 Pno-144 Ino-16.8b Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (averagelead 25 m) as per Technical Specification Clause 307.Mechanical Means (Inclusive of 18% GST) Rmtr 29.5 29.5 400.0 False None None False None False 11800.0 0 2897327 94993 None Vol-1 Pno-8 Ino-1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Inclusive of 18% GST) Cum 120.36 120.36 3307.5 False None None False None False 398090.7 0 2897328 94993 None Vol-3 Pno-17 Ino-3.5 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means usingHydraulic excavator with in all lifts and lead (Inclusive of 18% GST) Sqm 7.08 7.08 3937.5 False None None False None False 27877.5 0 2897329 94993 None Vol-3 Pno-17 Ino-3.6 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-(Inclusive of 18% GST) Cum 581.74 581.74 1338.75 False None None False None False 778804.425 0 2897330 94993 None Vol-3 Pno-23 Ino-4.2 B(v) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Inclusive of 18% GST) Cum 2783.62 2783.62 787.5 False None None False None False 2192100.75 0 2897331 94993 None Vol-3 Pno-26 Ino-4.17 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density (Inclusive of 18% GST) Cum 3019.62 3019.62 1522.5 False None None False None False 4597371.45 0 2897332 94993 None Vol-3 Pno-31 Ino-5.1 A(i) Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means(Inclusive of 18% GST) Sqm 48.38 48.38 5775.0 False None None False None False 279394.5 0 2897333 94993 None Vol-3 Pno-43 Ino-5.33 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface (Inclusive of 18% GST) Sqm 17.7 17.7 5775.0 False None None False None False 102217.5 0 2897334 94993 None Vol-3 Pno-32 Ino-5.6 (i) ( c ) Bituminous Macadam Grading - I for traffic 20 MSAProviding and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Inclusive of 18% GST) Cum 8805.16 8805.16 288.75 False None None False None False 2542489.95 0 2897335 94993 None Vol-3 Pno-43 Ino-5.31 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Inclusive of 18% GST) Cum 11979.36 11979.36 144.38 False None None False None False 1729579.9968 0 2897336 94993 None Vol-3 Pno-67 Ino-8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. (Inclusive of 18% GST) Sqm 625.4 625.4 210.0 False None None False None False 131334.0 0 2897337 94993 None Vol-3 Pno-65 Ino-8.6 (II) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle (Inclusive of 18% GST) Nos 5602.64 5602.64 2.0 False None None False None False 11205.28 0 2897338 94993 None Vol-3 Pno-65 Ino-8.8 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Inclusive of 18% GST) Sqm 11448.36 11448.36 1.8 False None None False None False 20607.048 0 2897339 94993 None Vol-1 Pno-10 Ino-1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m (Inclusive of 18% GST) Cum 309.16 309.16 432.0 False None None False None False 133557.12 0 2897340 94993 None Vol-5 Pno-113 Ino-10.1.5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete etc PVC pipes 75mm dia., 6 kg/sqcm &Calss-3 (Inclusive of 18% GST) Rmtr 259.6 259.6 800.0 False None None False None False 207680.0 0 2897341 94993 None Vol-1 Pno-7 Ino-1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Inclusive of 18% GST) Rmtr 188.8 188.8 432.0 False None None False None False 81561.6 0 2897342 94993 None Vol-3 Pno-67 InO-8.16 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (Inclusive of 18% GST) Each 3453.86 3453.86 1.0 False None None False None False 3453.86 0 2897343 94993 None Vol-3 Pno-67 Ino-8.16 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) (Inclusive of 18% GST) Each 993.56 993.56 4.0 False None None False None False 3974.24 0 1709470380000 1 None None Roads Construction of CC DRAIN 1575707.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2897344 94994 None Vol-1 Pno-8 Ino-1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (Inclusive of 18% GST) Cum 120.36 120.36 160.0 False None None False None False 19257.6 0 2897345 94994 None Vol-1 Pno-15 Ino-2.1.3 PCC M10 in Foundation Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregate (Inclusive of 18% GST) Cum 7067.02 7067.02 20.0 False None None False None False 141340.4 0 2897346 94994 None Vol-1 Pno-16 iNo-2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Inclusive of 18% GST) Cum 7461.14 7461.14 40.0 False None None False None False 298445.6 0 2897347 94994 None Vol-1 Pno-16 iNo-2.4.2 Formwork above It no 2.42(35%) (Inclusive of 18% GST) Cum 2611.4 2611.4 40.0 False None None False None False 104456.0 0 2897348 94994 None Vol-1 Pno-18 Ino-2.11 h Supplying, Fitting and Placing TMT Fe 550D Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.All other type of structures (Inclusive of 18% GST) Tonne 93232.98 93232.98 1.4 False None None False None False 130526.172 0 2897349 94994 None Vol-1 Pno-7 Ino-1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Inclusive of 18% GST) Cum 313.88 313.88 18.0 False None None False None False 5649.84 0 2897350 94994 None Vol-2 Pno-176 Ino-17.12 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete (Inclusive of 18% GST) Sqm 1095.04 1095.04 800.0 False None None False None False 876032.0 0 1709471062000 0 None None Roads Improvements to road from SH84 to Join SH-33 road via Bheemanahalli,Dugganahalli, madahalli, Chainage 1.80 km to 3.50km (Selected reaches) in Malavalli Taluk Mandya District. 14828807.53 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2897550 94997 None Vol-1 Pno-144 Ino-16.8b Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (averagelead 25 m) as per Technical Specification Clause 307.Mechanical Means (Inclusive of 18% GST) Rmtr 29.5 29.5 400.0 False None None False None False 11800.0 0 2897568 94997 None Vol-1 Pno-8 Ino-1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (Inclusive of 18% GST) Cum 120.36 120.36 160.0 False None None False None False 19257.6 0 2897569 94997 None Vol-1 Pno-15 Ino-2.1.3 PCC M10 in Foundation Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregate (Inclusive of 18% GST) Cum 7067.02 7067.02 20.0 False None None False None False 141340.4 0 2897551 94997 None Vol-1 Pno-8 Ino-1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Inclusive of 18% GST) Cum 120.36 120.36 3307.5 False None None False None False 398090.7 0 2897570 94997 None Vol-1 Pno-16 iNo-2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Inclusive of 18% GST) Cum 7461.14 7461.14 40.0 False None None False None False 298445.6 0 2897552 94997 None Vol-3 Pno-17 Ino-3.5 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means usingHydraulic excavator with in all lifts and lead (Inclusive of 18% GST) Sqm 7.08 7.08 3937.5 False None None False None False 27877.5 0 2897553 94997 None Vol-3 Pno-17 Ino-3.6 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-(Inclusive of 18% GST) Cum 581.74 581.74 1338.75 False None None False None False 778804.425 0 2897571 94997 None Vol-1 Pno-16 iNo-2.4.2 Formwork above It no 2.42(35%) (Inclusive of 18% GST) Cum 2611.4 2611.4 40.0 False None None False None False 104456.0 0 2897572 94997 None Vol-1 Pno-18 Ino-2.11 h Supplying, Fitting and Placing TMT Fe 550D Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.All other type of structures (Inclusive of 18% GST) Tonne 93232.98 93232.98 1.4 False None None False None False 130526.172 0 2897554 94997 None Vol-3 Pno-23 Ino-4.2 B(v) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Inclusive of 18% GST) Cum 2783.62 2783.62 787.5 False None None False None False 2192100.75 0 2897573 94997 None Vol-1 Pno-7 Ino-1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Inclusive of 18% GST) Cum 313.88 313.88 18.0 False None None False None False 5649.84 0 2897555 94997 None Vol-3 Pno-26 Ino-4.17 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density (Inclusive of 18% GST) Cum 3019.62 3019.62 1522.5 False None None False None False 4597371.45 0 2897574 94997 None Vol-2 Pno-176 Ino-17.12 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete (Inclusive of 18% GST) Sqm 1095.04 1095.04 800.0 False None None False None False 876032.0 0 2897556 94997 None Vol-3 Pno-31 Ino-5.1 A(i) Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means(Inclusive of 18% GST) Sqm 48.38 48.38 5775.0 False None None False None False 279394.5 0 2897557 94997 None Vol-3 Pno-43 Ino-5.33 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface (Inclusive of 18% GST) Sqm 17.7 17.7 5775.0 False None None False None False 102217.5 0 2897558 94997 None Vol-3 Pno-32 Ino-5.6 (i) ( c ) Bituminous Macadam Grading - I for traffic 20 MSAProviding and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Inclusive of 18% GST) Cum 8805.16 8805.16 288.75 False None None False None False 2542489.95 0 2897559 94997 None Vol-3 Pno-43 Ino-5.31 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (Inclusive of 18% GST) Cum 11979.36 11979.36 144.38 False None None False None False 1729579.9968 0 2897560 94997 None Vol-3 Pno-67 Ino-8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. (Inclusive of 18% GST) Sqm 625.4 625.4 210.0 False None None False None False 131334.0 0 2897561 94997 None Vol-3 Pno-65 Ino-8.6 (II) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle (Inclusive of 18% GST) Nos 5602.64 5602.64 2.0 False None None False None False 11205.28 0 2897562 94997 None Vol-3 Pno-65 Ino-8.8 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Inclusive of 18% GST) Sqm 11448.36 11448.36 1.8 False None None False None False 20607.048 0 2897563 94997 None Vol-1 Pno-10 Ino-1.17.1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m (Inclusive of 18% GST) Cum 309.16 309.16 432.0 False None None False None False 133557.12 0 2897564 94997 None Vol-5 Pno-113 Ino-10.1.5 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete etc PVC pipes 75mm dia., 6 kg/sqcm &Calss-3 (Inclusive of 18% GST) Rmtr 259.6 259.6 800.0 False None None False None False 207680.0 0 2897565 94997 None Vol-1 Pno-7 Ino-1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Inclusive of 18% GST) Rmtr 188.8 188.8 432.0 False None None False None False 81561.6 0 2897566 94997 None Vol-3 Pno-67 InO-8.16 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (Inclusive of 18% GST) Each 3453.86 3453.86 1.0 False None None False None False 3453.86 0 2897567 94997 None Vol-3 Pno-67 Ino-8.16 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) (Inclusive of 18% GST) Each 993.56 993.56 4.0 False None None False None False 3974.24 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709470381000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709470381000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory None 1709470381000 1 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission None 1709470538000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end None 1709470544000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection None 1709470550000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1709470556000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1709470561000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1709470568000 0 None None ELIGIBILITY The cost of the Tender processing fee shall not be refundable None 1709470574000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal None 1709470580000 0 None None ELIGIBILITY Contractors should be registered with KPWD Class III and Above Registration None 1709470587000 0 None None ELIGIBILITY Royalty on construction materials will be deducted as per prevailing Govt. orders None 1709470595000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund None 1709470601000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected None 1709470629000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval None 1709470635000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1709470647000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 K.P.W.D. and further orders there on None 1709470721000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work None 1709470727000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5 percent of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 & 29.1 of ITT and Clause 44 of the Conditions of Contract None 1709470734000 0 None None ELIGIBILITY Contractor should establish a fully functional laboratory at site at no extra cost in order to carry out all the required tests for the materials being used in the project None 1709470740000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing canal CD works and other similar structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost None 1709470747000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials including borrow area before using the same either as sub-grade or base course materials None 1709470755000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent None 1709470762000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost None 1709470769000 0 None None ELIGIBILITY Contractor should execute the project with least impact to the environment especially during earthwork, laying of GSB, bituminous surface etc None 1709470774000 0 None None ELIGIBILITY Contractor should adhere to HSE policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project None 1709470781000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD Division, Mandya during office hours on all working days None 1709470791000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc., required for the work shell be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost None 1709470813000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.6 of STD tender document Attached None 1709470820000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conyence of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer - in - charge of this work. None 1709470826000 0 None None ELIGIBILITY When embankments are constructed disputes arising on account of damages to the existing field / channels, bunds and other private properties, if any, has to be resolved by the contractor. All precautions should be taken by the contractor so that there are no damages to such public private properties None 1709470831000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client None 1709470838000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act None 1709470843000 0 None None ELIGIBILITY The tenderer who quotes amount less than amount put to tender should pay difference amount in the form of FDR purchased through any nationalized bank payable at Mandya only in favor The Executive Engineer at the time of execution of the tender agreement None 1709470857000 0 None None ELIGIBILITY The EMD shall be submitted in favor of The Executive Engineer, PWD Division, Mandya through e-Banking for Rs.100000.00 rest of the EMD amount submitted in the form of Bank guarantee and produce the same at the time of opening the Technical bid without which liable for rejection None 1709470866000 0 None None ELIGIBILITY Note:- If any postponement of receipt date of tender, the same will be published in the e-procurement portal None 1709470871000 0 None None ELIGIBILITY The tenderer should maintain the executed works during the defective liability period for 1 year None 1709470878000 0 None None ELIGIBILITY The contractor shall maintain the road periodically, including removal of jungle, shoulder, drains and cross drain works as per the site conditions &as per the directions of Engineer in charge of work None 1709470885000 0 None None ELIGIBILITY All the originals of uploaded documents in e-portal should be produced within 7 working days from the date of opening of Technical Bid at the Division Office, failing which the tender is liable for rejection. No separate communication will be made in this regard, failing which action will be taken as per tender conditions and registration rules None 1709470902000 0 None None ELIGIBILITY The contractor who participates in tenders for more than one work for which tenders are invited in this IFT, the tenderer must fulfill all the conditions and criteria cumulatively for the participated works None 1709470908000 0 None None ELIGIBILITY LOC / K-form for the stipulated amount should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection None 1709470914000 0 None None ELIGIBILITY The returns submitted to the Income Tax Department. shall be uploaded or shall be produced at the time of verification of original documents at Division office None 1709470920000 0 None None ELIGIBILITY Regarding Appealing Aggrieved contractors may appeal to the prescribed (Appellant) authority within 30 days as per KTTP and appeal should be through e-proc only as per Govt.order No:pwd/572/CRM-2020(E) Bangalore DT.09-10-2020.. The same will not be considered if appeal through Letters None 1709470927000 0 None None ELIGIBILITY Period for completion for the work is 4 months (including Rainy season) None 1709470932000 0 None None ELIGIBILITY Item rates are inclusive of GST. Hence GST will not be paid separately for the quoted amount accordingly None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 (2018-19 to 2022-23) (c) Executed in any one year, the following minimum quantities of work 1. EWE/Embankment/Sub grade earthen-4190.60 Cum. 2. G.S.B - 630.00 Cum. 3. W.M.M/W.B.M-1218.00 Cum. 4. Asphalt (Including B.M/D.B.M/B.C/S.D.B.C/MSS)-346.50 Cum. 5. RCC / PCC-48.00 Cum. 6. Reinforcement steel-1.12 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.6 - Tenderers who meet the above minimum qualifying criteria, will only be qualified if their available tender capacity is more than the total tender value. The available tender capacity is calculated as under Assessed available tender capacity ( AxNx1.50 - B ) where A Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress N Number of years prescribed for completion of the works for which Tenders are invited. (N-0.333) B Value, at 2023-24 price level, of existing commitments and on-going works to be completed. during the next 4 months Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done & balance work to be done certificate issued by an officer not below rank of EE/equivalent. None None None None 3.2 a - Achieved in at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only of Rs.296.58 Lakhs. (usually not less than two times the estimated annual payments under this contract) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3 - Each Tenderer should further demonstrate (b) Liquid assets and /or availability of credit facilities of not less than Rs.111.22 Lakhs (Credit lines / letter of credit / certificates from banks for meeting the fund requirement etc.) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText PWD Contractor Registration Certificate True Technical Bid Profit & Loss Statement certified by Registered Chartered Accountant True Technical Bid Work done certificate Experience in one similar type of work True Technical Bid Line of credit / K-Form True Technical Bid Ongoing work details True Technical Bid Details of tenders already submitted True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1709636363000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer, PWD Division, BM Road, Mandya. street None city Mandya state Karnataka pin 571401
tenderRecallDTO	None